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HomeMy WebLinkAboutRc St Improve Plans 876/5 Thru 879/1 876/5 876/6 876/7 876/8 879/1f �r- 70 N'LY TOP OF CURB PROFILE n li• 4%=�R•�4' S7�2' L-29,�it J t,�gg.os' E'LY TC OF CURB PF?Cit=1LE �- y c0 , l4 y - >1' I( FX- NATURAL GROUND .AT 1` c0 tj ro $ tv h �� c0 Oc / ILn —PRO "JSED EASTER'v CUQB BENCH MARK NO. SMA - 258 GLtt�.`II' FBI �tilfJ oF' �It�V✓41_•K � �.�, �cC�,f:lrci2 oF' Ki t� �.;�•Gc�.k.i�t2 oF-1't.(g 1F-1T�SEG"I'loa1. � f?G�-tom �/tca•S"t,. Cc, Pszlua-r� Rorav7 � GaRt-LEL-t,�-l. as✓�. �L�� 2120. � •:� s') 12-0:o 70 70 �7 4j 70 50 m m EXIST. NATURAL GROUND AT PROP OSEDZ5� o ` 6 NORTHERLY CURB � �� � �i � t�•c� 1.7�'� �� a � v.a. �� <�� L CENTERLINE PROFILE 2�IS CENTERLINE PROFILE s ! t 2 S ; L `' �, — to EX. NATURAL GROUND AT ENTER LINE n�, a Q sQ 0 k o- to s r- �' / ✓ �\ �` k 575� V.G, L-qd' UG. 0 A J . 70 o.$S e-3.oYi _�_ 7� 70 s� .9 70 50 ° �y5.`, Lr,?2' ` EX. NA U •.A„GROUND S _ _ -- AT CENTERLINE r t u �,G�� Q / �\ LY TOP OF CURB PROFILE 40 70 -- -- l70 70 S' LY ' TOP OF CURE6 PROFILE —� EX. NATURAL GROUND AT PROPOSED SOUTHERI-Y CUR© PROFILE SCALD HORIZ. I" � 40' VERT i"= I t 0 1 2 3 4 0 25 y� J • tz' ta' ta' 2,' $ Gt.iQV� !7c1TC. �/' 0 po \� �=s�.,,� �— i—• o � = � ""��,r � I + 2-r(19.0a �—�� - L= t'/i9•`' �t2 r� G ia, z>2 M 1 Q ^2l0.19 /l ?v z 12 r7• 2- �+-�a �o gt 4tt,e'3 _ Q� . 2U �� �E. , q 2 — ILI 3 <` �� p.dry� c .y �o��¢ 2 (Z 1p s_0 .,)�C .D�,n�D e�dg��E �IS°cU(U `^y �. t22.n' ® — Y c : P dT o� � N � - 9f � ' �' b' %2 \ ft' o 19 -7 �' 1 U u �/ z6� << \�� %��� : o i,�'r/ c L[t2t�i C�AT�f� 28 5�4'Q� c�I (9 ! �' / a �'. _y' S4•�' L=2b.la' A= �LI. 'CO Gn, tb , 2� j1J�) VY I °`rl L_ao•ae' `v \ Gc1PV� t'J1sT1� �� I1 �� ` II 1 tU (� ta2 = Cc 4•C�r /5 1 �\ Gt�yo C�tG'ri.taO t'-/sTA /6 TOPAZ STREET L Zq.32'6 tE3' ta' T! , N I ,/ I ear v 5V• I, II i aLlLm--- mATo CONSTRUCTION NOTES C�= We' ak� ` L = as•oa' -l' = Zd-,4Z' �„�� izlatlT �`�' � L- 2�•32 �� . r= ld • 15' - GcA4 sv� — exive E''w Ti=2 (a'. *—ro. kip 1A3 ��j�---- Co{,�-'"T 4` �lt�tc+k/C�1_� t�c1�. G1-C`(' G✓iYJ, 1,.(0 '�lo AA I�2 �:t t Y �r�?. tL dot L,J A COURT— O1 -- Go11 �C. ua tltat2autl t 2 tTY Est t�. 00 +^} unw � /� — CD.vST. O.P/D� Ai'P.PJRGt/ i�'y2 G/TY STIR •'i!� ��5 �5 4VAIST• r�'`/G� — COif/ST. LOCAL G%F�3PE55/oN J�� c^/TY x 1 2 3 4 1Q3 �G,ot,: 1111� Gt.St2r� t2�Tl..Lt21,1 17AT.d REDUCED PLANS 0 '_ a 3 3 INCHES ON ORIGINAL PLAN- .. �•Lis3 40 5 DESCRIPTION OF REVISION DATE APPR- CITY OF RANCHO CUCAMCNGA PLAN AND PROFILE LA SENDA COURT RT TOPAZ STREET TRACT NOr 9619 APPROVED BY, � DATES-d'l CITY ENGINEEy R.C.E. No 23889 DESIGN ! /' RECGf1h1NDED ANACAL ENGINEERING CO. TK 1900 E. LA PALMA AVE., STE,202 " ' DRAWN ANAHEIM, CALIF. 92803 SHEET a 1,. 5 OF 8 CHECKED �`�` 114.E.N223ww DRAWING NO, DATE 4*&M FILE N° >I WaN drum; � I v m I u 5'•fo75` h ' ¢ Wy 5 �IJ '00(1 / / // I 11�a,=eJ Su�foce /inc - `� ' .fig ' 100 6 O` w m w �`'X:li{tfYC gY ncl 3'T05,D` r1 � p D tL Ci � � ifs •- � �:. �� � � i✓fkLTi44�C f� ; O \ � Uj � � � / \�-" /`, / Val N , Ea0 3G m p m n,j 5 -- m - �61 Via( I wolf r - ! 40 o N f 0�20; m y a �r�'� / PgOF/LE le" R.C.P. COWA(460T?tt n TVPAZ ST. oscare. voRlz i//-- PROFILE SCALE HORIZ. I" = 40' VERT. 1" = 8, 10 ! 1 12 ,3 14 15 16 17 18 ;9 2.0 21 22 �a�y " ' �, Gh�nnel REINF-OR6t-G �TOFF!^IAZI- _ Owa. SJ,',92E \ 6f/4NNEL lyAl.L 28— J\ <J / sue' SfOr 7 Drain Easement I 7;jr-itt�j ly \ riA k o _ r �' crass do 0,1,.� J/ \'( ON A � / �(/� {a� e�i.DF' . ,a�,/ �. g;-.,... I ;�b. n ... � / +- "� •w i %��� r �tILQ1 D �,�•� ���,: � � GONST ('ONQ GUIDk'F ,Y.cGL 21 le"r yr ,6F_�.�1 - SECTION QETAIL STATION '21*(58SO wit Consf TrunsJ�on -- r_ (� - — .ras»� �' •, c,�„ s `,f°' C� I s1 ^ _ r F/LDSr-�Y%—T1l29 A$PNRLT Gnne/ Curve QofG per De17 — fLOl9J s L= 30e,. 2Z d � pQP s T= 37. 7I ` Chianti CONSTRUCTION N OTIES • CD,(/S'T. CDNC.P�T.` T,�1/'�Zo/OA:G C.5'.9MNEL 8r/9)cnvsr XZ-4Wsirra/v SP TS/ 2,? CO.ct.ST- 3'S'FL,9.SH LtiF%.GL z3 C-..LUS7_" ��L?'i ✓'c'-4lG .r=6NC.� P.E/� 4'7G�• �'�/t 30 X REDUCED PLANS 3 INCHES ON ORIGINAL PLAN J9 .t!'6 � , roc.ej .i ': � ' .si � y �zm'�� � �rTp i/o✓c IWIWI -_ 'D �? SEC TIilly B.-.0 20 N }cv Cons? TrolbejOldG, Channe/per B 5 B,G:F. G 0, vw9. S.P. /92 E \� STFL! *lGi:&/TOSrA.Z/tZro.&0 /y �;_ \� y i 6 / _ SECTION C-C x ' o I6 Cl7Gnnef CuryeGf4 'ate r/ �Lr \ \ ��✓ O ,l 19 4r %i \ /g �!n'•,��Jn�� T = 155. %¢' ��,_ � / � /4�P.or.,a Q —�.,/� - ti T / DESCRIPTION OF REVISION DIaTE APPR. 23 \ n r �k CITE OF RANCHO CUCAMONGA w — SECTION D-D) PLAN AND PROFILE qZ1,_ STORM DRAIN I 4 _ h _x xJ X -1"' ' k cone. StcTION A -A 1Tc '>t22 �o 57A.l3-t25 Gansf Ira`ve Channe/per S.B.C•f.GD. Sfd. vwq 5. P. �Z E i'4 .[ 5 55' StoYrN �raln �ZiSErnetl� 13 ,Qpry;� x SAN'CUT EX. CHANNEL; CONS , a � at/9LL!'GJ1An/L/EL PEh',DEJAJLS .�t9VE h'lGHT ' m IZEMOt/E%RFPLAC.EOTiP,4P. C/✓,GNNEL-'� A �� •� PLAN !Eli/ STA. 2/1-69^8. &112 0 J v W C u sf"^ 70 fv3r.5.0' d 7.lv�o 6.B' \� ')'YGI.S, lei � '!. ✓rL �/` 70 _- N �u10 mac. -6,O�S6 - "- i,11y ah�nn ---' till � fop rtj l 50 c y SZ)40 0 l F r tr 50 b - � h Q � � att •,. � \ -'- �/ ICIVeI'� /" — �X, ,A�A�2/J'Gr�9'YOtl,7c%na t Toe n 4 4L 112 CAW 30 oy ter^ 30 UQJ PROFILE SCALE r (` HOR Z. 1" = 40' VEf'tT. 1" 8' = l0 ll 12 13 14 15 16 / 17 If3 .r e . , -, - P� 0. h4e mv s! m 0/ Al �i A L'ta5s 8 SECTION 1 A A STA.10•100 A STA 11480 C0n51 75-cweyntc'a / 6,nanne/ oer f :10 x REDUCED PLANS O t`��•t��r�2t��� 3 .5 INGNES ON ORIGINAL PLAN- CONSTRUCTION NOTES —caysr cc7,vc�.E;,� T�raP�.�oibAt_ Gflyiciit��'� — co vsr. r 4N,5i>id v .5r,PvcrZ.14Fe ZR9G'7- QOUNOARY GRL'!/TEOR/P-RAPSEF_PR�1LE � /later/esFrom.?��v,/f6i�.� EX.ABAN4aNEA W�7ERl/NeS / iv.'Gai� S� /7t>^^�.G3 --y-.eAai' kk SECTIoN E-E � b I � l SECTION/ EX. NATL�L .R%,PEACE ��•� /' �TTTT���''' Min 5.5 t7i� �/7• P.L. if 4o'sroR,yainrEaseiuErvt DESCRIPTION OF REVISION DATE APPR. SECTION DETAIL STATION 17+32.03 s�$ covsT6�To�F�,LZPE�sB FCo.ow�. CITY OF RANCHO CUCAMONGA PLAN AND PROFILE STORM DRAIN TRACT NO.9619 APPROVED BY "� DATE S'---20 { CITY ENGINES f R.C.E. N2 23889 +n1 I Gµ iGN ANAC t� -r.K. �AL ENGINEERING CO. R� LADED SEC T I O N B — B STA. 12-94.&0 fo 16 f /2.4e 1J00 E. LA PALMA AVE,, STE, 202 - DRAwN ANAHEIM' CALIF. 92803 SHEET av,75� Tr✓fJe30rdal channel per . 7 5�5C.fc.n. rawy. 5ttl /79c- � CIF. — CHECKED R C E N`23.47 O ?OVINC It V.' a DATE _%� 5'� F LE 02 t G Jcl 5 M Gams{ Jvcr+f z .ti 4 era TyP SECTION A -A R. C. BOX DETAIL A/0 fe s uiFicr slracAv-e c!efadc see Sfatc of ca/, itiaf. Trgns Stc/ plan �-80 U-83, Sfrenftj class• '/ ' 2. Ectend Iongttuc/rna/ bor,5 /n . ;e%Fva//s � bo7Vom 5/46 h R•C.4rox /s"uPslreom 4 dopvrrstrwl-7 MM517'104 structure VGI !e5 Vatic-5 #¢ BarSL•� /2"U.G• 36 X REDUCED ��Af�S -1 0 T 3 I 3 INCHES ON ORIGINAL PLAN- SECTION B—B TRANSITION STRUC;: DETAIL Me, fe' Po other de la sce S• b:G.F D. rW9. S. !q2E CONST, GON/V�GT/ON i75 SHOJNi'/ ANO PER a.6,G•F. r✓. DWG �P /roSB 0 Ilk JNEC_ C ONI /EC l ON _L)ETAIL CQ 5�G • f�i¢ l�4.0 �_. M Q 84 Y$ -4!; cwYS @ (2 I j�^ �� /l jsenfrcal�'L�1 �L CG f 9ff 441""rg CD IS "G.G. SECTION C—C PARAPETAND CEJT OFF WALL DETAIL . -. . 1.- . _ .,. .. R DESCRIPTION OF REVISION DATE APPR. CITY OF RANCHO CU CAMONGA DETAIL SHEET STORM DRAT _ TRACT NA9E19 APPROVED BY j% DATE_5—S,.g CITY ENGINEER v% R.CE. N2�S889 DESIGN _ ^ �� ANACAL ENGINEERING CO. .� Cats v�ED 1900 E. LA PALMA AVE., STE• 202 DRAWN ANAHEIM, CALIF, 92803 L-8 EET <-- I�. (� -OF--a— CHECKED R,C•E N°28f47 DRAWING N0, TS` DATE 4L9,4 FILE (I= — 01(a a ,b F \ , -,1♦ - 1. - �, '. :a .L ,r - •. q , , 1 n 11 * u ,.q• P 2♦ >. 4 ♦ d 0 • P ♦ ± i •. i. ; } * ..•',,.�. .•. y •1 � o• .. J Y • .. � .. � - w , � '� .. C` • � _ ' I ill I D. , - _ " W, • N ". e. .< -- 'I 1 '' .. 1 `:4 a5. _,, i. ' • f .:k .. ft ak .. c. l i:` ' �''d -• 'h . • ,�. ! - - _ .. , ♦., 1 �� �, - . Vi L' n a ! 1 , rf 70,00 i 70.00 I 70.00 GENERA14 NOTES i - m l.. All pipelines, substructures, utility poles, utility meters., valves, hydrants, etc. N,03 m m of any kind shown or not shown on these plans witi-in the right-of-way or adjacent w: a o areas where improvement work is to be done shall be removed or relocated as required BENCH MARK w C)+ P ^' .. v 1 m n at no cost to the City. ---^- ----- Nail In TC, E. End + 7 M w _----_ NE BCR,INT m r r HELLMAN m 2. Any Contractor performing wort; in this project shall familiari?e himself with the site __ -- and shall be solely responsible for an damage to existing facilities resulting directly a - 6 HILLSIDE � Y P y $ € y - - % w °IO ` or indirectl from his operations whether or not such facilities are shown on these ELL'V= 1877,25 0 2 Y > _ vXIST 7 Nt m 6K plans. 1 o o o r) �, + 3. Shading on street plans indicate A.C. pavement, on approved base to be installed. J a) M + t-. n 4. A permit will be obtained from the City of Rancho Cucamonga Engineering Department M. PROP. T.C. W. o +F n ai ( prior to any encroachment or construction within City of Rancho Cucamonga easements Mw i ° or rights -at -way. 6Qd0 _ Uo Doi 2 m 70.00 5, Adequate N net e r r, m� q e Stakes shall be set by the. Engineer to enable the Contractor to construct the work to the plan grades. L---_----- r� --�--__--__-__..- � 6. Subgrade stakes, driven to the pavementsubgrade elevaton siaah be set by the Con- tractor ozEngineer, the stakes shall be set at all hinge points and crown points within ---- a (- F- 80'JC. - it 0.01 foot of subgrade elevation and at not more than SO foot intervals. Additional 21 s .. r stakes: may be needed at warpedor vertical curve area-,, subgrade stakes shall be in ExlSii 10' Rt �' r'.. pla.;e prior to paving to permit spot checking of subgrade by' inspection *--sonnel. h F 7. All sewer, water and gas laterals shall be installed prior to paving. m' m m mo z ,'' 8. Compaccien t s of emlankment, trench backfill, original ground and subgrade shall be a.,: - - _ �rf Q. ���- .EXIST. (L Per=nrmed at no . cost to the City of: Rancho Cucamanga. A written report with these oN a __ OyG pO. r/� _ ° <� 70 Q0 con. action tests results shall be submitted to the City Engineer for approval prior W ` to the placement of base materials and/or surfacing. cc 03 0.60p/o r mv, w N 9. At the completion of paving, a materials report shall be submitted to the City cp 4 Engineer listing all tests or determinations completed to verify: !l m 1 � (a) R Value, sieve analysis and sand equivalent of aggregate base. (b) S,:abilitt% oil content and sieve analysis of asphalt surfacing. PROP,, S. T.C. 10. [then asphalt concrete is placed on native soil which consists of a rocky material, the sir subgrade shall be prepared by removing all rocks which protrude abvae the subgrade and all voids or repressions shall be filled with a fine grade material of a qual'lty better than thc: native material. ).1. A soils sterilant registered by the E.P.A, for use under A.C. and P.C.C. shall be uniformly applies: to the subgrade ar manufacturer's recommended rate prior to '.60.00_ EXIST. .,,E..,, C" 70.00 pavin g a 12. Estimate of quantities is provid-d by the Engineer only for the convenience of the z /y Developer. The contractor shall make his own determination of construction quantities o before submitting a bid. Any item of work required by these plans which is not -ecifically listed in the estimate of quantities shall be '^nsidered as included in J a z llz other items of work. U w - 13. All work shall be done in accordance •,ith these plans and City standards and specifi- cations. Contractor shall be familiar with and shall be responsible for adherence to these standard specifications. /� ( i4. City approval of plans does not re]ieye the Developer fram responsibility for the SCALES HOR2.!'=40' ,� `-• /� 1 C VERT I =4' vERT.I"=4' SC,4LES VERT.I'=4' corcctction of .errors and omissions 3iscovrred during construction. Upta -request the required plan revisions shall be promptly submitted to the City Engineer for 7+00 800 9+00 10+00 37+00 38+00 _ 39+00 .� 0 -00 approval. �- FENCE DETAILS 44' Post 8'o.c. /. 12n t Hole for Roil I^2'Y 3° Roiis. P L A N Rail 6' 6' 4' 3d' �I Post,I � I F.G. F.G. 2 SCALE l"= 40' v-l;!,' P.C.C. Footing PI I i 8 Terncmate at R/W B.C. 12 $to.9445 i tl R/ W Install St.Tree ,J M per Std.601,2,4,typ, Install St.l,ight HILLSIDE------- ROAD -�- �- �-- -�-i "-' 7+00. B+OO 9+ Reloc.STOP Sign.. � - CONST. 0 ' A,C OVERLAY M AC Feather CONST. PVMT. TRANS. CONST P.CC 'C&G CONST 020' A.G. 'A°E TC.- 758 8 R) Ww 40t08.38 flCR {I y MATCH LINE 56 TC o 7.31 T.C. G6 T.C.76.47 (B"C F) iji I"G Z89 rL v 6.84 rL I Il n W ti 1 CURVE DATA t R=PO' i A = 89152,20" L =31.37 T = 19.96 HILLSIDE nl!;Istall Extruded Concrete 33' R/W r 33' R/W Fence per Detail No.1010, 13,± 22 II` `Prepair Parkway 1 j per Std 1003 1 ("-Const. Extrud. Conc. Fence Cut Line t y 1/4°Lip it 2min. Feather 0 iI .....-1/4 per Ftt. j21lhmz. slope varies ,aJJJ-i1 '" Const. PC C. Curb &Gutter, 8"C.17, I8"gutter Exist. E.P - Ccnst. 0.20' IB-AR-4000 AC. Buse -Cut Clean Straight Vert. Edge - Const. 0.10' (C-AR-4000 A.C. Overlay -Exist Pvmt. To Remain In Place TYPICAL SECTION HILLSIDE N.T, S. 0, X tREDOCED PLANS 0 I 2 3 - 5 INCHES ON ORIGINAL PLAN- i j 10+00.00(L.HILL3IDE= j =40i 50.'L8 CL11ELLMAt I Adj. Wairr Valves to Grade (4) Remova Exist Pvmt. SAW CUT �tl 1 tl fs M PLA N FL' Exist. 12' Equest Easmt. I St Trees v m z SCAL E / = 40, y zo E,6ist. P.C.C. CIA.,W=12 d.601,2,4 N M t-ai , ' I t! �I m m '+ (� Sta.39.1• :I� ConsttPC A. iiI W M I nslall St LightDo ( per Std II INSTALL TRAFFIC MARKERS W S : •P. C. CO T.• 2O' �4i� CONST. AC BERM TRANS.-- - -r I 1y�� N �,gm- �3 r�3�=e% =��Qa 4.0+50.28C HELLMAN= M A.C. FEATHER N� ✓ ✓ ?�/ e �`• 10 F00.00 CLH)LLSIOE +0038+00 25Lri 39+00 CON5T0.10' A.0 OVERLAY, 404-00 I' N HELL MAIy AVENUE ESTIMATED QUANTh IEz� ITEM DESCRIPTION QUANTY UNIT 1 0,10' IC-AR-4000 AC. 7785 sq. ft 58 1W4 S 2 0.'-d IB-AR-4000 AC. 2030sq.ft. 30 TONS 3 PC.C. CURB 8<GUTTER B"C.F (8"GUTTER 415 L.F 4 ADJ. WATER VALVEF T' GRADE 4 I EA. EA. 5 RELOC. STOP SIGN _ u REMOVE EXIST. AC. BERM & PVMT. 200 L.F 7 CONSTT, A,C. BERM 27 L.F. 8 71'N 9 INSTALL TYPE 'L " MARKERS EXTRUDLb CONCRETE FENCE 2 EA. 88 LF 10 RCC, DRIVE APPROACH, T=6 265 S.F. II STREET TNEE�S 6 EA. 4 12 STREET LIGHTS 580CLUM. _2 EA. 1 I'i P. HELLMAN 33' R/W 33' R/W TREE SCHEDULE z 11, 22 22 ---� i 1i W ►- z_ HILLSIDE. Ave. Brisbane Box 9.5±r-L� 12,5'+ i HE_.LMAN Ave. Eucalyptus Polyanthemos F- Remove Exisl Berm Cot Line + o: u'? 1/4` Lip F- ch 2min. Feather �rn �` s 1 ti + a Iy W 2�tma<y? _4_ per Ft RI`JEfJ3, ia- Exist C 6 G Exist. Pvmt. To Remain In Place i I Const 0.(0' IC-AR-4000 A.C. Overlay Cut Clean Streight Vert. Edge l C3nst. 0.20' 16-AR-4000 A.C. Base Const. PCC. Curb & Gutter, 8" C.F,18" Gutter TYPICAL SECTION - HELL..MEN •rc SATE I 'Vo Scale VICINITY MAP ETrail Fence 4 D'*.re Approach Street Trees y.yt_84 Baae 4 Street Lights _ DESCRIPTION OF REVISION I GATE Arrr-r;. rl y ty, Pamrmn r Un& "L% l r. A IMPROVEMENT PLAN S '° -i IWFST CORNER OF HE Li4AN AVENUE 8c H I LL SIDE ROAD P M. FF., ED CITY P•! E•^ DATE r A'